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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.8 LAccepted-AOC | ₹58.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹61.2 L+₹2.4 L (4.13%)Rejected-Finance | ₹61.2 L+₹2.4 L (4.13%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | P.G. CONSTRUCTIONS L1 | abdul kasim L2 |
|---|---|---|---|---|---|
| 1.00EXTERNAL PAVING WORK | |||||
| 1.00 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 1,400 | Sqm | 18 ₹25,200 Lowest | 20 ₹28,000 |
| 1.00 | 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge. | 420 | Cum | 445 ₹1,86,900 Lowest | 450 ₹1,89,000 |
| 1.00 | 16.2
Extra for compaction of earth work in embankment under optimum moisture
conditions to give at least 95% of the maximum dry density ( proctor density) | 280 | Cum | 25 ₹7,000 Lowest | 30 ₹8,400 |
| 1.00 | 2.2.1
Earth work in rough excavation, banking excavated earth in layers not exceeding 20
cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power roller
of minimum 8 tonnes and dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground depressions, lead up to 50 m and
lift up to 1.5 m:All kinds of soi | 101.7 | Cum | 1,081 ₹1,09,937.7 Lowest | 1,100 ₹1,11,870 |
| 1.00 | 16.78.2
Construction of granular sub- base by Providing close graded Material conforming to
specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material
by tippers to work site, for all leads & lifts, spreading in uniform layers of
specified thickness with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete as per specifications
and directions of Engineer-in- Charge.With material conforming to Grade-II (size
range 53 mm to 0.075 mm ) having CBR Value-25 | 77.4 | Cum | 3,450 ₹2,67,030 Lowest | 3,450 ₹2,67,030 Lowest |
| 1.01 | 16.91.2
Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.
paver block of M-30 grade with approved color design and pattern. | 180 | Sqm | 1,268 ₹2,28,240 Lowest | 1,270 ₹2,28,600 |
| 1.01 | 16.91.1
Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement
concrete paver block of M-35 grade with approved colour, design & pattern. | 78 | Sqm | 1,169 ₹91,182 Lowest | 1,175 ₹91,650 |
| 2.00RR WORK | |||||
| 2.00 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | 7.83 | Cum | 355 ₹2,779.65 | 345 ₹2,701.35 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
14 Mar 2026, 4:25 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS- Thrithala LAC- 2025-26-Construction of Modern Kalikkalam -Phase II at Thrithala GP, Palakkad District
2026_KEL_845258_1
KRO/BDC/2350/2026
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
5 Sept 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
14 Mar 2026
7 Mar 2026
7 Mar 2026 - 14 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EXTERNAL PAVING WORK | |||||
| 1.001 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 1,400 | Sqm | - | - |
| 1.002 | 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge. | 420 | Cum | - | - |
| 1.003 | 16.2
Extra for compaction of earth work in embankment under optimum moisture
conditions to give at least 95% of the maximum dry density ( proctor density) | 280 | Cum | - | - |
| 1.004 | 2.2.1
Earth work in rough excavation, banking excavated earth in layers not exceeding 20
cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power roller
of minimum 8 tonnes and dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground depressions, lead up to 50 m and
lift up to 1.5 m:All kinds of soi | 101.7 | Cum | - | - |
| 1.005 | 16.78.2
Construction of granular sub- base by Providing close graded Material conforming to
specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material
by tippers to work site, for all leads & lifts, spreading in uniform layers of
specified thickness with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete as per specifications
and directions of Engineer-in- Charge.With material conforming to Grade-II (size
range 53 mm to 0.075 mm ) having CBR Value-25 | 77.4 | Cum | - | - |
| 1.006 | 16.91.2
Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.
paver block of M-30 grade with approved color design and pattern. | 180 | Sqm | - | - |
| 1.007 | 16.91.1
Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement
concrete paver block of M-35 grade with approved colour, design & pattern. | 78 | Sqm | - | - |
| 2RR WORK | |||||
| 2.001 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | 7.83 | Cum | - | - |
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